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WINDOW PERMIT
(305)758 -3477 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. 'Inspection Number: INSP- 17591 Inspection Date: 05/18/2006 Inspector: Grande, Claudio Owner: WOLSTENHOLME, BRIAN Job Address: 380 91 Street NE Project: <NONE> Wednesday, May 17, 2006 Miami Shores Village, FL 33138- Contractor: PETERBILT CONSTRUCTION Building Deaartment Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS- 3- 06-611 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -3477 Parcel Number 1132060190200 Lot: Phone: 305 - 538 -6727 Page 2 of 2 nspection Number: I NSP -11745 MAY 1 8 ENTD Permit Number: WS -3-06 -611 Inspection Date: 05/17/2006 Inspector: Grande, Claudio Owner: WOLSTENHOLME, BRIAN Job Address: 380 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: PETERBILT CONSTRUCTION Building Department Comments Tuesday, May 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -3477 Parcel Number 1132060190200 Lot: Phone: 305 - 538 -6727 Page 2 of 2 Passed Inspector Comments 6 U-Q 1 A- co 5 5 , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: I NSP -11745 MAY 1 8 ENTD Permit Number: WS -3-06 -611 Inspection Date: 05/17/2006 Inspector: Grande, Claudio Owner: WOLSTENHOLME, BRIAN Job Address: 380 91 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: PETERBILT CONSTRUCTION Building Department Comments Tuesday, May 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)758 -3477 Parcel Number 1132060190200 Lot: Phone: 305 - 538 -6727 Page 2 of 2 3J l3lo o , Miami Shores Village 3/Ls c(o . J0 i 1 d A06- i iui1ding Department artment '.Zz A ` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 - 141... )'Zd f (a I Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING rna ort PERMIT APPLICATIO FBC 2001 Permit Type (circle): Owner's Name (Fee Simp e . older) Phone # City tq' (AM. ( 6 0 State fr 1 - Zip Tenant/Lessee Name Phone # - U - Owner's Address 14 /N.) to Job Address (where the work is being done) 3 4 C) g ■ &bau City Miami Shores Village Is Building Historically Designated YES NO X Contractor's Company Name Contractor's Address �.! City V i �i 4 L Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit , (. Type of Work: Describe Work: Total Fee Now Due $ 1 4-6 ' cr (Continued on opposite side) Electrical ) Plumbing Mechanical Roofing 1--:L A State - — Master Permit No. Phone # Certificate of Competency No. Permit No.k-A-' "- = I c - County Miami -Dade Zip l k Zip 7 Phone # Square Footage Of W i rk: ['Addition ['Alteration ['New Repair/Replace ❑ Demolition * * * * * * *** * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** = �' Submittal Fee $ Permit Fee $ G CCF $ Z .4 CO /CC Notary $ Training/Education Fee $ D Technology Fee $ 3 • ZS Scanning $ • CO • Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr ed % d a reinspection fee will be charged. ` Signature 4- Signature ) �1 .' " � ,,1 Owner or Agent Contractor The foregoing instrument was ac wledged before me this 3 The foregoing instrument was acknowled d before me this _°J d(1 day of 1 MG4 C h , 20 D 66O , by e l aI' 6 cult C I 7 ' day of 0-✓ CIA , 20 O 6 , by b who is personally known to me or who has produced who is personally known to me or who has produced As identif on and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: �{ -IL�.f . ; M 4 i�' L 9_ Print: 1 - ' ► Gt g vtypt.e/ 44. t i.v . mitdande My Cornn:is§i6(Expires: • tai COMMISS100 00228650 ". My Commission Expires: • J • r ,Commission D0228650 chc 05/13/03 p Expires October 24, 2007 ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: /7 Plans Examiner Engineer Zoning as identification and who did take an oath. Issue Date: 3/20/2006 Owner's Name: BRIAN WOLSTENHOLME Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 380 91 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/10/2007 Contractor(s) Phone PETERBILT CONSTRUCTION 305 - 538 -6727 Primary Contractor Yes Comments: REPLACEMENT OF 3 EXISTING WINDOWS TO IMPACT RESISTANT Additional Information Type of Work: IMPACT WINDOWS No of Openings: 3 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -3 -06 -611 Phone: (305)758 -3477 1132060190200 Lot: PB: Total Square Feet: 0 Total Valuation: $ 3,900.00 Required Inspections Window Door Attachment Shutter Attachment Final Shutters Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $130.00 $9.00 $3.25 $145.45 Invoice Number WS - 3 - 06 - 24176 Total: APR 10 PAID Amt Due Amt Paid $145.45 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Building Department ,____i 3 q 1 5T Permit No. 0& -- I 1 7 1-7 • • Product Approval Schedule / Comparison Chart Address: Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Rluilion Required Inipact ID or Door or Mullion Number Design Pressure ( +) PSF ( -) PSF 'WO — 60. +a -8c Pressure ( +) PSF ( -) PSF Size cZX 8 x 37 Yes / No Yes / No Yes / No =S '_ 1.1,1 Y iDW OZ - 13514 -. 0 1 1,U4 Wz )rAd..-C.3-4-) D3 -(E.14 .01 W3 - U ld_AJL-U D3) 0514 -01 +-"�j -,o0 432EVOSIM 80513 e_S . (,--------- ika " • • ...• • • • • .. • • • • • • • .• •• • • •... • • • ... •••• •• • . . ' l°� •• •. N • • • • • r.. 'te • r � • • • • • • • • • .� • 3 • .. • • • •••• • .. • • • .... • • • .... -I r.�i r f R avvi • • •••• •••• .. .. • • • • 5,4c 4),),„,60,4) 4 I L Nor-t(A)24 loeat> ..� W tAn ci.9 c = ' VA C 1444 ' t.)irve.„) Pu_44,0 • .. • • •••• • • • ••• • • • •••• • • .... • • • • • • 6 "a - n -- trf'S • • • .. • • • • • • .. .. • • • •••• • • .... • •. .. • • • • • • • • • • AOOp+t4 t - 1-"0a4 � y � -► a � l 1 MpP‘A'M 4.- T ... • • • • .. • • • • • • • • BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 wc -61 AZCEnvELo �UUU • • • • • •• • • MIANII-PIAVE, QUI,TYA : : • • • • • METRO -DA')E PLI& GLSI.IALL114G • i •. 40 WEST FLAGLIT't STREET, SUITS 14'03 MIAMI FLORIDA 33130 -1563 (305) 375 -2901 IFAg(305).37.:- 'I • • • • • • • • • • •• • • • ••• •••• • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product. Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH 701" Alnmimtm Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.B., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 • • • • . • • • • - • - i • • ••• •• COMPARATIVE GLASS TYPE: A. 5/16" B. 5/16" C. 13/16" D. 13/16" ANALYSIS TABLE: LAMINATED (1/8 "A,.090,1/8 "A) FTL -1889 LAMINATED (1/8 "HS,.090,1 /8 "HS) FTL -1889 I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -3735 I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1 /8"HS,.090,1 /8 "HS) FTL -3735 WINDOW WIDTH WINDOV HEIGHT 38.375 50.625 63.000 78.000 28.500 A 66.7 -80.0 68.7 - 80.0 68.7 -80.0 ' 88.7 -80.0 D,D 86.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 68.7 - 80.0 66.7 -80.0 86.7 - 80.0 68.7 -80.0 37.000 A 66.7 -SO0 - 66.7 - 80.0 66.7 -69.8 57.2 -57.2 B,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 - 80.0 68.7 -80.0 68.7 -80.0 88.7 -78.1 53.125 A 66.7 -80.0 63.4 -83.4 _ 47.9 - 47.9 48.3 -48.3 13,0 66.7 - 80.0 68.7 -80.0 68.7 -80.0 66.7 -80.0 C 66.7 - 80.0 63.4 -83.4 58.7 -58.7 i 54.5 -54.5 • • • • • •• •4. ••• • • • ••• • ••• • • • ••sel • •• • • • • • • • •••• 76" MAX. WINDOW HEIGHT 5 3/4" MAX. • • • • •••• • • •••• • • •• • • • • • . • • • • • • • •I n• - •: - • - •?5.2/r" MAX. WINDOW WIDTH • • •• • •i • T I • Of t � • •• • • • • • 1 13" --� VENT SIZE 50 1/2" x 38 1/4" MAX. ON CENTER TYP. HEAD & SILL ELEVATION 0 NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6 FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 8" MAX. AT MTG. RAIL 13 /8° MAX. O.C. 6" MAX. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16 (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. B BETWEEN (2) ES OF LAMINATED INNER LAYER 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) E. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) Robert L Clerk, P.E PE 039712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, F1. 34274 08. Deere 8y: D.8. Serbs/Mod.l: SH -701 R.Wb"s: 0-ADD GLASS TYPE & TABLE R.M.bm: C -ADO 13/16 1.0. Dote: DMsbns: 10/11/01 TB TABLE, EXTR. 8 a.w�n. Dot.: 2/9/98 6/3/03 03/26/03 ELEV ATION & NOTES ALUMINUM SINGLE HUNG WINDOW SnN: NTS Sheet 1 w 5 FRODUCTABVISCD �tt.�orlttttslrb l \eYe I � ll Y rr � t dd�• ap_• . • • • ru4n1::- ten.• Drawing No. 4040 • •. ••• • • •• • • • •• • • ••• •• • 1 • • • . I • .• • • • • •••• •••- • • •••- • • • •••• • • •• •• • • • • • •••• • •••• 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. • •• • • • • • • • • •••• 8 • ••• • 9 GO illIM EILL?E1 ZtMi1113FkzFi EW- til IffLk Flair' ga"7imr X14[( .1 'fimIfl[•31rJ.T 1 1PCIFY •f0.11 li .WriE:7Sf img=1. IIMM JEGE: 11 •T1�rt�7i n1111[SNAMI Mill E''M:[3Jiirrg.I.Dt !Rrll'Ei<ZDEMILI l i• F M: s41 Lum! FMIlar 9iI�1'7 11f1T 1ierM•Niel iiir 1> s It alEI MIII∎E a -- El.1 1<'d�:r7Gllili LC"37@ 1[3TiiY1: 311711 �7G77= !2T)�tt_y1.7 i71. - 2 i[71.9P1..1 lr *1411 III4"Nar1:T.17IIIIIIIIM • • mMEIME'31 7.0 ' I i &' • iii 1 ►'i l _ CA S amgiv lwaNy 1!1.1' : F;(>ZS(tSa.7:. 1LZ t!� cc��:f 11 7- 1 IMENWINM 111 8 x .8 9L . D. 1 i- <I alEtl.P141!!L!1:.L:[LRtCliPli`S7 dmit,Siw' Lici17SZ7 30 •m TS111f.. — ran 2 MAW 0 1 1 3 1 lf�14;1 lQwin•oa• • a • er Screws Te.W .ii.`E" fT?lEi iLt'.L?:ryi Iaras ll11[14Li1'111II MITI I r=rJ Iff.,;J.....1 11•1 - i1.71 •.7 - r1 Mii 1i- 4 MOM= f`ii[.LWIL IIIIIMIIIIFI41S7 . baance .0 =.11 5 A'_ *.11^'ii. ' 1NED /1 i!MMIf`icw'r IE1•17 11 4 4 2 01;[X' i3l I iANNIMPIfI - d3f113[ .,IZMi►NIAI :AY3 ill171'11=ir: MIII 5lr.D111011.1111111•rtleiaY_C7I )•FYtALVAIM &xwitIn iiiF AFSRZ Qu1fIF� DiM[3F.FallFIC )s • E iFIZ Filar L[:11C:i31112 IUMi .zui1" >• L54:ra:rl:tt - 'io ntg F IIIIMil 1 ' L ' , 1 l % fl.111•11•11•1U 1PtFIIIIFIQIVIIM TIIIIK] liEtua CWkliZI' . Ntaal VIIFYCLWIVIIIENIIKIBIMNEWM [WANE !Elate .; 1 I. . G S 8 HS &5 8 I 38 1 ®W �637:1[ land _ o am NINIA RE 01 NG TEM DESCRIPTION V.T. 9 QTY. LOCATION VENDOR VENDOR 11sn'I�' m A — Ir n [Insi�[ Z!i.:� WI • 1 • ri∎ AG 27 230 .2 4 •• • • •••• • ••• • • 1/8" ANNEALED OR HEAT STRENTHENED - +1 GLASS .090 INTERLAYER +� SAFLEX BY SOLUTIA OR DUPONT PVB 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. GLASS BITE REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE 13/16" LAMI I.G. GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED Fr�: lfiEcv9lfly�Y�''T`� 1111 �i - i1C13ij `n RX EL WA Pl� • =•G 7S ANC P!"fl�� fTlEl ltc.IJUIPM:L*11131I7'![5y1'IIli; 38 13 18 LAMI I.C. LASS 1 B HS & 1 W 3 = AIR 5/18" IAMI — (11 LITE OF 1 /6" A GIASS & 11) ITF OF H5 GLASS W/ .0R0 SOLLJI1A_DR DUPONT PYR INNER LAYER 0/5 Robert L Clerk P.E. PE 039712 Sbvaarel P 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 6/3/03 C -ADD 130 -135 aedewae: T8, TABLE, EXTR. 0.8. 2 9/98 PARTS LIST & GLAZING OPTIONS 1Rle: ALUMINUM SINGLE HUNG WINDOW SerW/Modei SH -701 Shut 2 ar 5 • • • • •••• • • .' • • •4 • t .'I • •• • • .• • • • •••• • • •••• • .•• • • • •••• • • 76.000 MAX, HEIGHT • INACTIVE EXTERIOR ROUGH OPENING • •• • • • • • • • Robert L. Clark P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 D. D.B. 2/9 Dua#P°on: SECTIONS ALUMINUM SINGLE HUNG WINDOW SH-701 °rowing No. 4040 • • • ••• •1 �� 2,7£4 2.784 ROUGH OPENING •0 .500 mai — I ri 34.500 DAYLIGHT OPENING 2.330 34.500 DAYLIGHT OPENING 1 INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 1.123 ROUGH OPENING VERTICAL SECTION oPnoN.4L EXTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING INTERIOR 48.250 DAYLIGHT OPENING HORIZONTAL SECTION PRODUcTIUMED Autpw. •F • 01 gm, r, ROUGH OPENING • •• • • • • • •••• • •• • • • • • •••• • • • • • •• • • •• • • • •• • • • • • . .. •••• • ••• • ••• • ••• • ••• • • •• • • • •••• • • • • •••• •• •• • • • • •• ... • • • • • •••• • • •••••�— 2.',54 {- OE2 t I . n r .737 1 1. .705 O ALUM. 6063 -T5 �+— 2.274 I -J F .062 1.707 1 1 —.a] 1.187 O ALUM. 6063HS -T54 1.451 .490 I } if 062 —I 6063 -T5 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 .655 T 2.784 ALUM. --ad 1.350 k•-- © ALUM. 6063 -T5 7 — � 1.019 .791 © ALUM. 6063 -T5 .062 --a- 6063-T5 .413 - 2.330 O ALUM. 6063 -T5 Robert L Clerk, P.E. PE 939712 SbucNrel -- 1.523 3 2.710 - 1 1.123 O ALUM. 6063 -T5 .050 .062 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Der.: 6/3/03 DINN 03/26/03 0 :11/01 818/98 Drown Dr Dot : D.B. 2)9/98 Description: EXTRUSIONS 2.029 .062 1.403 Rn ® ALUM. 6063HS -T54 —�) 1.097 �-- ® ALUM. 6063 -T5 ALUM. 6063 -T5 Revisions: D -NO CHG THIS SHT ReNsbne: C —ADD 130,33 CHG 14,5 Revisions: TB, TABLE EXTR. Revisions: Title: ALUMINUM SINGLE HUNG WINDOW Series /Model: Scots: $beet Morin No. SH -701 NTS 4 a 5 4040 Rev: 0 • •• • • • • • •. • • • • • •••• • • .• • • • • • • • • • • 4141 • • • • • ••.• • • •• •• • • ••• •• • • . I •••••• 1 x BU 1/4" TAPCON • •_. • • • • • • .••• • • f r• • D•'. • . . r O v 1 D ', 1.250 _L .2 MAX. \ 1/4" TAPCON TYP. HEAD TYP. HEAD TYP. SILL 1.500 .250 MAX. 2 x WOOD BUCK #12 PANHEAD REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 ''� to r TYP. SILL 1.500 .250 MAX. 2 x WOOD BUCK 1.250 .250 MAX. 112 PANHEAD 1/4" TAPCON Robert L Clark, P.E. PE 438712 Sbucand .250 MAX. 4 TYP, JAMB IND STRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1.250 --{ 1.250 a B a 1 x WOOD BUCK F K. F K. Oro.n 8r D.B. TRN: Swint/Node SH -701 #12 PANHEAD PRODUCT ROUND aiamplgrUleolledis Awaia4pyQ G 6/3/03 % 26/03 10/11/01 °718/98 9/98 O..ortptlon: ANCHORAGE 41/1 Scab: NTS .250 MAX. RoWima D -NO CHG THIS SHT C 0 CHG THIS SHT. RMdon TB, TABLE, EXTR. R. Shut: 5 of 5 TYP. JAMB ALUMINUM SINGLE HUNG WINDOW Drawing No. 4040 2 x WOOD BUCK D • • • .• • • •• MIA _� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) WS-0(0-(Q Cf • ••• • • • • •• • • • • • • • • • ••• • • • • • . • • ••• • PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Al may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW - 701" Aluminum IScture wig LMI APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1105.01 Exp Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • • • • • • MIAMI -DARE4 L .rI Y, TOR1DA • .. METRO•DADEV..AcD. t quvF R 2 ! : • • • 140 WEST FLAGLER :3 SCrI I60; • • 1 FI.DR'.Dl, 3:,43J45 • • • • • • (305) 37? -2!•01 FAX (395; 375 -2908 • • • •••• • . . • • • • .. • • • .• 40aair Oa": Rneod Br Revd Dr F.K. 0*.n•y F.K. NOTE'S LAR E MISSILE WINDOWS -- • - ..r — • • 1. GLK:NG OPTIChlt. • A. 7081 SS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED • "Gtr4SS WITI 9 :Q90 : NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7118".LAMINAJtD COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 ': 7 i ..AYEI ,Qg LiPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 /1S" LAK �C ti cv.SS COMPRISED OF (1) LITE OF 3/16° HEA1 STRENGTHENED GLASS, A 7/18" AIRSPACE AND 7116" • • LitjAINATEQM S WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND 11) LITE OF 3/16" HEAT STTENGTFHENED t iI ASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 11;1,1'16" UWI LeoL.ASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" • LAMINATED"GLACS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER • AY 'C�F'DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGXT:VE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11 "O.C. JAMBS: A MAX. 8 12" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5° 0.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11"0.C. JAMBS: ®'MAX. 81)2" FROM CORNERS MAX. 11 "O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Oar 12/1SW 7/11/03 Iterlsbv A cmar 97 REDUCE ANCHOR SPACING 1070 /EOiNOLOGY DRIVE NOKOLIIS, FL 34275 P.0.11OX 1529 NOXDexS. a W7. PG Visibly Better NOTES & TABLE OF CONTENTS rr: ALUMINUM PICTURE WINDOW, IMPACT w.r.rar PW.701 ate• p.. NTS 1 • 10 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 810 4259 -4 A p /P Robv1 L. Clark, P.E. PE 039112 Sbuclund • •••• • •.• w•;• •••• •J•:. • • ::.•: , • • • . }pR,• •,, 1 • • • • • • t' ' /16" AKIN t f,D OR■iVi�. • • • STR2M,VMRNED GLASS ••t1..■ •••. ,.,. • •••._ • r • 1 1• tttt Roo* /WV fir gaol p: Ono lir .F.K. • •• • • • • • • ••.• • • • • OUTSIDE 0.": 12/15/03 DOr 7/14/03 OR 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) R OOMS R.r"I"r A tO o•e s • • • • • ,•••••• we • • • 0••: • • /R. • • 4 • NO CHANGE THIS SHEET 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OR 11/16° NOM GLASS BITE 1 1070 7E2, OG• DRIVE NOKM5S, FL 34275 P.O. 80X 1529 MOSCOW, FL 34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE OR P Visibly Better GLAZING DETAILS towbar PW-701 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS t. . 11/16" NOM GLASS BITE T 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PICTURE WINDOW, IMPACT NTS 2 - 10 4259 -4 ,►peal seamorlelogollb eft M4 I 16 e24: • 63 Robe•1 L Clark P.H. PE 039712 Structural • • • .... • • • • • • • • • .. • • • • .. • • •••• .••4 EXAGON MAX. SI ?E = 50" BETWEEN FLATS OR MAX. AREA = 21.65 SQ FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. R.nd er OYr. R...d ar F.K. Orr, ar F.K. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. Wr: Cahn 12/15/03 tor: 7/14/03 Andkny moron. A ch.aw e7 • .. • • • • FULL CIRCLE MAX SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. NO CHANGE THIS SHEET Our 7070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 v.a BOX 7528 NOKOMIB, FL 34274 OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. PT Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQT TRAPEZOID £4 1/4" MAX. DLO 1 MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. awr FLANGED ELEVATIONS 7*: ALUMINUM PICTURE WINDOW, IMPACT PW-701 t wr• aewr aw..rr. .r. N TS I 3 10 I 4259 -4 A r ARCH. MAX. SIZE =48" X 96" OR MAX. AREA = 30.28 SQ. FT. Robert L. Cork P.E. PE 178712 Structural • •• • • • • • • ••• .. •••• • • • • • •••. • • • • • • • • •• • ***HEXAGON FULL CIRCLE MAX. SIZE -= 63" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. 14..W ar W. n..,d •r FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. ' A.... •T 0.1.' F.K. 12/15/79 O..n 97, cur: F.K. T/14/03 HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. a.rar. A ass..l br NO CHANGE THIS SHEET ar: EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX. 7070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 OCTAGON MAX. SIZE =60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 98" MAX. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. Pic" Visibly Better INTEGRAL FIN ELEVATIONS r...•.r PW. 701 451!4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ALUMINUM PICTURE WINDOW, IMPACT NT S 4 • 10 4259-4 MAK. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. As,wi•9 eft tti• Robert L. Garb P.E. PE 939712 8trucaK•1 • • •' ..•. • • .... • • 49.000. •- • •• • • COMPARATIVE 6t '1(SIS TABLE 1. • • • • •. • A. 7f16" LAMINATED GLASS GLASS r Y PE 8 7:16" LAMINATED GLASS 11 /16 LAMI I.G., 3/16HS, • • • • 1 . 1/16" LAMI I.G. 3/16HS I WINPoW ■ WO • • • (3/16 "A, .090, 3/16HS) (3/16 "HS, .090, 3/16HS) 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 14.052 80.0 22.188 -80.0 80.0 22.927 -80.0 80.0 23.667 -80.0 AREA SQ. 87.500 93.000 96.000 Idrad by m.,e ay. F.K. o,.. ttr F.K. Ow a.: • � • 28.500 -80.0 80.0 34.000 -80.0 80.0 39.500 -80.0 45.000 80.0 -80.0 46.500 48.000 80.0 -80.0 80.0 -80.0 P &C' I 54.500• 2 &C _ E .0 -80.0 J 8 &D 8C.0 -80.0 AREA 30.FT. 10.786 B 60.0007 &C &D AREA SQ.FT. 65.500 I A &C B &D AREA SQ.FT. 71.000 I A &C B &D AREA SQ.FT. 76.500 I A &C B &D AREA SQ.FT. A &C I 82.000 AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. _ : • ?.6 12/15/0.1 Ow: 7/14,V3 E &D' ' t.° -80.0 80.0 -80.0 An•bn: A 8 1.569 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 3.44 80.0 -80.0 80.0 -80.0 5. 3 76.7 F -76-7-- 80.0 -80.0 80.0 -80.0 80.0 -80.0 1 .:23 16. 3 74.0 80.0 -75.2 -80.0 74.0 80.0 -74.0 -80.0 12.868 14.950 17.031 17.599 18.167 80.0 -80.0 80.0 -80.0 74.0 80.0 -80.0 80.0 -80.0 80.0 I -80.0 80.0 -I -80.0 80.0 1 80.0 80.0 I -80.0 11.875 14. 67 16.458 18.750 19.375 20.000 80.0 -80.0 80.0 I -80.0 80.0 I 80.0 80.0 1 80.0 80.0 -80.0 80.0 1 -80.0 12.964 15.465 17.967 20.469 21. 51 21. 33 57.9 - 57.9 56.1 -57.1 56.1 -56.1 80.0 I -80.0 79.4 I -79.4 63.7 I -63.7 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 16.764 19.476 80.0 80.0 1 80.0 80.0 1 80.0 80.0 I -80.0 80.0 1 80.0 80.0 I -80.0 80.0 I -80.0 15.141 18.063 20.984 23.906 24.703 25.500 48.3 -48.3 , 47.6 -48.0 47.6 -47.6 80.0 80.0 I -80.0 80.0 I -80.0 80.0 80.0 B &D 80.0 16.229 80.0 17.318 20.660 24.002 27.344 28.255 29.167 80.0 80.0 18.406 21.958 25.510 29.063 30.031 31.000 80.0 80.0 19.361 -80.0 70.7 J -70.7 80.0 l -80.0 -80.0 -80.0 69.1 -80.0 80.0 -80.0 68.8 -80.0 80.0 -69.1 -80.0 -68.8 50.4 -80.0 80.0 CHANGE NOTE 1 ANCHORING WITH 912 SCREWS o•. 22.493 53.8 I -53.6 43.6 j -43.6 43.4 80.0 -80.0 - 80.0 80.0 1 -80.0 80.0 51.4 I -51.4 42.5 -42.5 40.7 80.0 -80.0 80.0 I -80.0 80.0 -50.4 41.6 -80.0 80.0 1020 TECHNOLOGY O4IVE NOKOMI3, FL 31275 P.O. BOX 1529 NOKOL09. FL 342N 80.0 25.625 PT Visibly Better -80.0 80.0 -41.6 39.4 -80.0 80.0 -80.0 80.0 26.479 27.333 -43.2 43.4 -80.0 80.0 -41.0 40.7 -80.0 79.4 -40.1 . 39.4 -80.0 76.6 -80.0 -43.4 -80.0 -40.7 -79.4 -39.4 -76.6 19.000 22.667 26.333 30.000 31.000 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114' TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RF(:TANGUL AR SI7F IN TARI F 1 WHICH THFIR OVFRALI WIDTH AM HFIt,HT DIMFNR ONS COMP FLY FIT WITHIN 9., er FLANGED UNIT DESIGN PRESSURES .r: ALUMINUM PICTURE WINDOW, IMPACT PW7Gt I NTS I 5 • 10 4259 -4 A Robot 1. Clark P.E. PE 839712 Structural • .... • • . • • • • • • • .• .,JOMPARIITIVE A IAkVSIS TABLE 2. ' •••• A. 7M6" LAMINATED GLASS (3/16 "A; .090, 3 /16HS) • • • • GLASS • ;, /PE: �7I 6" LAMINATED GLASS (3/16"HS, .090, 3/16HS) �. t'I /'.6 LAMI I.G., 3/16HS, 7116 SPACE, 7/16 " LAMI (3/16A, .090, 3/16" HS) .1%1'1/ LAMI I.G. 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) . rimy- - WINDOW �_ W� IpTy •' 13_500 MC' :80.0 -80.0 49.OD0.. & D ' ( 0 0 -80.0 AREA S..Ft .• • 9 698 80.0 1 -80.0 s e ar ". A &C AREAS•.FT. 80.000 I A &C B &D AREA SQ.FT. 65.500 A &C B &D AREA SQ.FT. , 1.2.964 71.000 I A&C 80.0 1 -80.0 B &D 80.0 I -80.0 AREA SQ.FT. 14.052 A &C 80.0 -80.0 76.500 B &D 80.0 -80.0 AREA SQ.FT, 15.141 A &C 80.0 -80.0 82.000 AREA SQ.FT. 87.500 AREA SQ.FT. 93.000 AREA SQ.FT. 18.406 96.000 A &C 80.0 1 -80.0 B &D 80.0 1 -80.0 AREA SQ.FT. _ 19.000 St 0 -80.0 80.0 -80.0 W.78 80.0 -80.0 80.0 -80.0 11. ; 75 80.0 -80.0 80.0 -80.0 B &D 80.0 -80.0 16.229 A &C 80.0 1 -80.0 B &D 80.0 1 -80.0 17.318 A &C r 80.0 I -80.0 B &D 80.0 -80.0 34.000 39.500 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 15.313 74.3 -74.3 80.0 -80.0 11.569 80.0 -80.0 80.0. -80.0 12.868 80.0 -80.0 14.950 72.2 -72.2 80.0 -80.0 14.167 78.9 -78.9 80.0 -80.0 15.465 75.3 1 -75.3 80.0 -80.0 16.764 72.6 I .-72.6 80.0 1 -80.0 18.063 69.4 -69.4 80.0 -80.0 19.361 66.4 I -66.4 80.0 -80.0 20.660 65.0 1 -65.0 80.0 1 -80.0 21.958 63.9 1 -63.9 80.0 I -80.0 22.667 CHANGE NOTE 1 ANCHORING MTH 112 SCREWS WINDOW HEIGHT 13.441 78.9 I -78.9 80.0 -80.0 16.458 65.5 1 -65.5 80.0 I -80.0 17.967 21.151 61.1 1 -61.1 80.0 1 -80.0 19.476 57.1 1 -57.1 80.0 1 -80.0 20.984 53.8 -53.B 80.0 26.479 -80.0 80.0 -80.0 2Z493 51.0 1 -51.0 80.0 1 -80.0 24.002 48.9 1 -48.9 80.0 1 -80.0 25.510 26.333 1070 TECHNOLOGY OWE NOKOMIB, FL 34275 P.O. BON 1 529 NONQW9, FL 74274 45.000 80.0 -80.0 80.0 -80.0 17.031 67.8 -67.8 80.0 -80.0 18. 61.7 1 -61.7 80.0 -80.0 20.469 • 56.4 1 -56.4 80.0 1 -80.0 22.188 51.5 l -51.5 80.0 -80.0 23.906 47.2 1 -47.2 80.0 1 -80.0 25.625 42.6 1 -42.6 80.0 I -80.0 27.344 41.2 I -41.2 80.0 1 -80.0 29.063 40.2 80.0 -40.2 _ -80.0 30.000 PST Visibly Be tter 46.500 79.4 -80.0 80.0 -80.0 15.823 71.9 -73.1 80.0 -80.0 17.599 65.0 -66.4 80.0 -80.0 19. 75 59.6 1 -60.7 80.0 -80.0 54.6 1 -55.5 80.0 1 -80.0 22.927 51.0 I -51.3 80.0 1 -80.0 24.703 46.6 -46.9 43.1 -42.7 80.0 I -80.0 28.255 40.4 1 -40.2 79.7 j -79.7 30.031 39.0 1 -38.9 76.9 -76.9 31.000 8•..4.01 P*701 I ".• 84.8 NTS s r. 10 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 79.4 -79.4 80.0 1 -80.0 16.333 71.9 1 -71.9 80.0 1 -80.0 18.167 65.0 -65.0 80.0 -80.0 20.000 59.6 I -59.6 80.0 -80.0 21.833 54.6 1 -54.6 80.0 1 -80.0 23.667 51.0 1 -51.0 80.0 -80.0 25.500 46.6 -46.6 80.0 -80.0 27.333 43.1 I -43.1 80.0 -80.0 29.167 40.4 1 -40.4 76.0 I -76.0 31.000 39.0 73.1 -39.0 -73.1 48.0 80.0 -48.0 -80.0 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114 "TAPCONS. DESIGN PRESSURES ARE LIMITED TO + /-60 P.S.F. WHEN ANCHORING WITH $12 SCREWS. A 2. ALL MAXINUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGU AR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN +4.o or D.r Rn66w: Rene ey: CAW F.IC 12115/03 @. F.K. Der• d / F.K. 7/14/03 INTEGRAL FIN UNIT DESIGN PRESSURES 1s: ALUMINUM PICTURE WINDOW, IMPACT 4259 -4 • 11:11 PION •1r.II>tI.7. �•� Robert L. CWrk P.E. PE 139712 Structural • .... • •••• • . • • . • • .... • • • • • • .. • • • • • • .. .. • • r` • • ... • • . • • • `0T 11 SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O Aft ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 2.784" MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) 0 13 INSIDE *la M Aprerna Of m :t Rood Br I1..: linsi sY oar ".riwc F.K 12/15/03 A s..n BY D.r.. n.s.i 0..: F.K. 7/14/03 NO CHANGE THIS SHEET 1070 TECHNOLOGY ONIVE MOSCOW'S. FL 34275 P.O. BOX 1519 NOKOMIS, FL 34274 Pic" Visibly Better " a` SECTIONS & CORNER ASSY, FLANGED 1 ALUMINUM PICTURE WINDOW, IMPACT I a NTS I 7 *, 10 I � 4259 -4 e Robert 4 Cork P.E. PE 119714 Structural • • • • • • • • .••• • • • • .• • • • • •.•• o o •••• • • •••• • �• • •••• 2.784 •• • 4 • • • •• •• - 4r • • •••••• •••• SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) aloor *owe y: R&M Br F.K. Ow.. or F.K. : 4 a d•t • • • • T • ••• • • •I • • O e•: 12/1509 ▪ M4/03 ALONG ENTIRE JOINT OUTSIDE — MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) AD CHANGE THIS SHEET Or: KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) 1070 TECHNOLOGY OFIVE NOKOMIS, FL 94270 P.O. BOX 1529 NOKO5W9. FL 94274 ALONG ENTIRE JOINT Pct Visibly Better MAX. WINDOW HEIGHT m 0 MAX. DAYLIGHT OPENING Finn' — 171 2.784° VERTICAL SECTION (INTEGRAL FIN FRAME) INSIDE Owalow SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT FroWlegt PW701 I arr► w.. NTSI 8 • t 0 I 0/0.101. 4259 -4 A • .• • • •. •••• • trEM DWG NO. •eARJ • .42E1%A • 6425. • t :•to4 3 •••• • 1 • • • ••.• • ••• • • ••. • 8 • •••• • . ▪ — •_.•- 4255 64215 •4254 , • • 12 •;.24 • 679:m7 • • • •• • • 10 • • • • . 1 • 1 15 13 ••••1,24 17 18 20 21 22 •s =5 • MUM:: •••• 4262 .970° -•-{ ITEM 10 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 Dar Oar O.r 12/1570; Oar 7/14/03 IM.Yikro. A WO CHANGE THIS SHEET awrp: o.r: DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL 8 JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) • INSTALLATION FASTENER COVER DOW CORNING 899 GLAZNG SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAMI I.G. GLASS. 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 64262 ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAMI I.G GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/15" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .346 " --1 .050" .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 1070 TEC4NOLOGY ORWE NOICOWS, FL 342'5 P.O. 1529 NOXOMW.9. FL 342 :4 1.875" Visibly Better .062' 2.784" -- .07r ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063 -T5 DWG NO. 4256A �t-- .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT a..•rr plc" : 'Swat ..v..r Pw•701 I NTS + 9 - 10 I 4259-4 2.500" co._ MI6 ra Amvvell PM& ode Patent. Clark. P.E. PE 139712 Sbuetural • • • • • •- • • • .. • • • An+d -r: F.K. F.K. .... • • .... • .... •••- • • • • • • 1 39" DIA. MIN. .. x21/2" NAL • • 43 AIND 5' O.C. Oar: 1211.S03 oar: 7/14/03 CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. Amine mammy A • • - - Chao! er WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4° MAX. SHIM 114" TAPCON, 8 1/2' MAX. FROM CORNERS 811" MAX. O.C. A (SEE NOTE 1) 114" MAX. SHIM •'F 1 1/4" MIN. EMBEDMENT f CHANGE NOTE 1 MO FASTENER SPACING Dew 1 1/2" MIN. EMBEDMENT 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKWW9. FL 34274 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 1 1/4' MIN. EMBEDMENT. • 7 . • ; . SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E d T #12 SCREW, 8 1/2° MAX. FROM CORNERS & 11° MAX. O.C. A Visibly Better 1/4" MAX. f SHIM T ,.eras PW -70 r+: NTS 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4' MAX. 1 SHIM T • 1x WOOD BUCK • (SEE NOTE 2) 1 • 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT onry w. 10 + 10 I 4259 -4 #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11' MAX. O.C. 1/4" MAX. I SHIM 1 aRetlb�7l fig Robert 1. Clerk. P.E.. PE 039712 Structure' 03/10/2006 12:12 3054361960 MIAM BUB.DIrC COD; COMTL1ANCR OFMCS IBC OI flODUCP CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 04- 0528.04.mex ALLSTATE WINDOWS PAGE 01 L) � tr. wry • • • • • • • ••• • • • • • • • • • • • • • ... • • • • •.. (A)4,--7(9(42---(c? •.. 1 ' • f o. • • • • • muSu A 0uNTI. PLOR&A . • i i METRRDADIN AOLPII 14tH. 4s. • • 140 WEST PLAGLLR STREET, SUM 1603 MIAMI. PLOgn 33114 ; 1563 (303) 37582901 7, FAX 3154008: • • • • • • 04,0 • • • • • • • • •• • a • • PGT Industries PD. Bra 1529 Nokomis, FL 34274 Score: This NOA is being issued under the applicable odes and regulations gover ring the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division end accepted by the Board of Rulca and Appeals (BORA) to be used in Miami Dade COI sty and other areas When allowed by the Authority Having Jurisdiction (ARP. • NOA No 04.0528 .04 Expiration Date: June 28, 2006 Approval Date: July Oe, 2004 Page • • •• • This NOA shall not be valid after the capitation date stated below. Thu: bliatpi -Dade County Product Control Division (ht Miami Dade County) and/or the AHJ On areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may inunediately revoke, modify. or suspend the use of each product or material within their jurisdiction. BORA reserves the right to revoke this accept ice, if it is determined by Miami -Dade County Prod( ct Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, iocluding the High Velocity Hurricane Zane. DESCRIPTION: 1": Std. Wall-A1 in n-1. Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 66241. titled " 1" STD. Wall Idullion Arrangement Detail ", sheets 1 through 5 of 5, prepared. signed and sealed by Robert LCIark, P.R. dated 5 26J04, with mvisim "A" on 5/3/04, bearing the Miami -Dade County Product Control Revision Stamp witb the t rotioe of Acceptance number and expiration date by tbe Miami -Dade Canty Product Control Division. MISSILE IMPACT RATING: large and Small 'ke dile Impact L43ELuufG: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, sty and following statement "Miami -Dade County Product Control Approved ", unit es otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and then has been no change in the applicable building code negatively affecting the perfarmeaa of this product. TBRNUVATION oftbis NOA will occur after tbe expiration date or if then; has been a revision or change in the materials, use, and/or manufacture of tbe product or process. Misuse of this I NOA as an endorsement of any product, for ales, advertising or any other purposes aball automatically tenor note this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of Z IOA. ADVERTISEMENT: The NOA number peceded by the words Miami r :de County. Florida. and followed by the expintioo date rosy be displayed in advertising literature. linty portion of the NOA is displayed. the it shell be done in its entirety. INSPECTION: A copy of this entire NOA aball be provided to the user by t >e manufacturer err its disbibutars slid shall be available for inspection at the job site at the regocat of the Boildi erg Official. This NOA revises NOA 0 020701.05 and. cousins of this page 1 and evidee se pages F-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P3.. ••• r 1 ra -w w . whn0 12) WINDOVIS fLLW TOELLICP FOR DETERAlfNWG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5CF5 A41X OPFMNG = W OR Wi•W2 mutt LENGTH a H maim* r oft r b - eomr cm% MEL 1. FM ANCHORAGE TYPE «wnrr AND LOCARWi REFER TO SWEETS 2 3 AND 5 a f, 2. YRNOOW5 .V,*V OE MULLED JOCETHER TO A Mkt of 7 tarts 7. AtaLANiS ARE APPROVED FOR f.11P..C1 tr NOW- AVPACt A REFERENCE 7E51 REPORT Fit -2902. 2903 AND 2975 • ■ I1N0 1 f� *MOW MULLEQ W /ONE AU FOR CETER.4MNING MAX AUOWABL£ OESCN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1+H2 MOLL LENGTH = W aI tY sour am Robes L. Oak Rf. PE 6012 Structural • n ++a - Ni./NI Z212102065_11111.021 w/odvE ABOVE FOR DEIERMWTNC MX ALLOWABLE DESIGN PRESSURE SEE TARES ON PAGE 5 or PAGE 5 G 5 .d1).M4X OPENING = H 014 H1+112 MULL LENGTH W OR W1 +37 .1L2) A6AX OPEMNG = W OR Wi+w2 au LENGTH = H1 AR7e?1 rr . s aR a7,. WIN eras 1 w • mown: MOO MULJIPLE WWNDOf1 MULLED 11' /ONE ABOVE FOR OETERMWING MAX ALLOWABLE DEStCM PRESSURE SEE TABLES OM PAGE 5 OF 5 MS) AMX OPENING - H OR HI -H2 MULL LENGTH = S' OR Wf+W2t•J 114) NM OPENING = Wi+W2 OR W2 +W3 MULL LENGTH = HI 70 BE USED ONLY WmTH PCT DL4TRI `.PRODUC'f - - H r e O4 ft itr •r _ ,. • • 'At r.5/ l — A� H0FAfl V • .. • • • 0.•.••e "4/28/00 • ARRANGEMENT DETAIL •••• • • .ft • - ^ - -- • J " STD. WALL ,MULLION • • • • JAM mr06:4 n w7$ W ra �w 74 M Ls I NTS I. � , g' � 6424 -0 1 A 4 • • • • • • • • • • •• • wasofformis • •• • .••• • • •••• 0000 • • • W • • • • •••• • • 0100 • • • • ItaGgl----HALRNLN1A11111212110.141=1112E_:e NOM 1. FOR Lou sae ANO QUAIRTTY Of ANCHORS REQUIREO SEE SKIT S. FOR AA•CNOR LOCATIONS SEE SHEET J. QUANTITY Of MOORS FOR ULIL-TO-CUP IS THE Sag AS THE QUANTITY Of ANCHORS from cup 2. RCTEREhre Fur REPORT FTL 2903 AND 2975 TYPICAL MULLION TO S?C/CVR CO ow( TrPF r—r TYPICAL IRO MN TO STRUCIURY WOOD WOK RENDVED FROM CMIC. TYPE t FYI:VAL MR IYIN yn C1121.1r Mr awns WOW BUCK ANN CONC. TYPE 'DI JAMMAM QUANTITY OF ANCHORS SHOWN ARE FOR A PKTORIAL REPRESENTATION ONLY FOR CORRECT OUATIRTY OF ANCHORS PLEASE BEng To owns Amo nvo CORRECT HULL SIZE ANO PRESSURE RoTo FOR YOUR SPCCIFTC APPLICATION. TO BE USED ONLY WITH PGT 0104BTRIet.PRODUett • a•• loa• ca• RIMatal • • • r. f3/3/01 — AW NOunON Dow R• Das 4/28/00 • • • • • • • 1" STO. WALL MULLION OrattlYt CLIP & INSTALLATION Dam_ JV iftworar Coo* mom% n St1)3 341Raiti a J0741 MULLS ZOX 1M11 Scootakdd roe NS • IO 111111••• AnrsIA'54' 662462 A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • IMPORTANT.• QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'O FOR YOUR SPECIFIC APPLICATTON. 1" MULL CLIP TWO (7) ANCHOR LOCATIONS omen a arc / rms II MULL .CUP FOUR (4J ANCHOR LOCATIONS ammo arc / ros• i 1 1 1 • , r� .._1 IP CrtIO g•s A wys 1. MULL CLIP W/TAes JEMOVED POUR (4) ANCHOR LOCATIONS MULL SIZE I x2xj 1 x 4 x 4 CUP LENGTH CHART FOR Ix MULL 'A' •o•uct •nnn 70 EIE A C M Roa m L OIUk. P-E. J. REFERENCE JEW REPORT rTt 29O2.2goj Auto 2975 PE1697i2 rmo rroacto s weir Simard 4011010, it J1273 USED ONLY WITH PGT INDU .PROOUC " � *r• K t. av >K Ortt ____ • • rx sfiA - Aoo ?IO !1Y taco �`a /28 /op j • o••teia • ▪ • • • • 1 " MULLION CLIP ANCHOR .LOCATION • • 1" STO. WALL MUL LION • • • •• NTS 1 j1" J 74( [ HA is 1 .P - Ga. ■ 4 i A • • < • • • • • • • •• • MIN. FROM END (TYD) •••• • • • •••• • • •••• •••• • • • • •• • •••• • • • • •••• • • 1 N • • • f � 1 • Js roosocrume se NOTE- a I . REFERENCE TEST REPORT FTZ -2902, 2903 AND 2975 4 . TI1 .. • � i r< J 1 v. VVHLL MULL, MAT'L: 6063—T6 04 Robert L Oui. PE PE 09712 So aul tom ropootocr at* wc•o•s, n . &u. 1 l i TO BE USED ONLY WITH PGT iNDU.STRIfl.PRODUC!T • I iXc I i,V4'I' 1 — A11.1.01 o..• O� 4/29/00 over•.. PROFILES r STO. WALL .woos. n J4114 1fWLS • • •••• • • • • • • • • • • • •• • ••. • • • • • VW WV" • • MULLION • • • • r44. "• • a•.ti •. NTS .4.0 i • 6424 - • •• • •••• •••• •••• • • • A • • •••• • •••• • • •••• •• • • • • 1x2x.125 ?Anchors 50 60 4 129 [ 115 0 48 63 73 50.625 70 81 E J N 541 87 601 41 63! 36 _ 4 33 78 78 84 _.. e 08 • L444, 20 49 35 30 28 20 17 18 15 1,0x.125 j_ 4 Anchors ( 50 T 60 70 I 80 107 1 104 87 ' 83 55 52 14 41 51 29 27 23 17 15 OPENING 61m711 IN INCHES 80 110 103 103 103 61 61 49 39 38 28 81 49 24 23 22 21 21 18 18 18 16 120 103 61 49 49 4 38 25 20 17 130 160 103 103 81 61 ! 49 38 25 25 j 20 , 20 { 17 17 i OPENING WIDTH IN INCHES 70 80 7 90 100 110 ; 120 130 160 4 I 170 170 170 170 t 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 :51)62 170 170 170 170 1 170 170 170 ` 170 170 I 170 1 ; 5 * 170 170 170 ` 170 ° 182 158 167 1 157 157 : 157 r 60 170 170 157 143 134 127 124 : 122 122 122 170 180 141 128 119 112 108 108 108 106 z 66 170 145 127 115 106 100 96 93 92 - 92 i '_____121_142 120 105 65 87 81 77 74 72 ' 71 • 76 - 120 102 90 81 74 89 85 63 61 5i1 1 I 7$ 1I 111 _ 94 I B3 f 74 i 88 63 • 80 s7 — =• •:+ 1 w I 58 I 53 49 46 44 — 72 80 ' S3 ; 47 43 39 37 35 a 98 59 50 43 38 35 32 30 } 28 108 41 35 30 27 24 22 20 19 111 38 32 28 1 24 22 20 ' 19 1 17 - 1441 17 - - - • - 1 42 40 33 31 27 24 18 18 18 NOTES 1, MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN iS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, � r A CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 14 3. REFERENCE TEST REPORT FTL -2902, 2903 ANO 2975 RDbus L Out, P.E. PE 139n2 Seumval Mortzontal Mull 1 Vertical Mull en g L_ klagi Length !N ulttpte Muffed Units I Mug Length 1 Wefh L_ TO BE USED ONLY WITH Pcr INDUSfRIErP,FOOUC7S' P.J.P. 4/711/00 Omeilfsnl PRESSURE CHARTS • AL • J " STD. WALL MULLION • • • • soar /mam y omit re aea 4." r` tt• • 441.9 ar • • • aw. xaani a J4171 NOVAS. a mini .WILLS I fkITSI J w S • et44 • A • • • • • • • • • • • •• • ••• • • • • • • •• .• • • • •••••• • • •••• • • •••• • ••• • • • .• • • • • • • • • • • • • • t9 • 0' ■ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10o0 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8971 r' Date Job Addfe 3 IL l� (j (c - Tax Folio Legal Description ( Historically Designated: Yes No Lp Owner/Lessee/Tenet l' � l ©(5�k ,; �� v, Master Permit # 1.1 0'' 9 4 7 Owner's Address t "f E (?i't`ut `° ` Phone Contracting Co. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING RK DESCRIPTION: w�L Y �� Square Ft. sti ed Cost (value) 0 ,9c . 6 " WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR ?ROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulatirg construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I - at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs. and zoning. urthermore, 1 authorize the above named contractor to do the work stated. • nature of owner Notary as to Owner and/or Condo President My Commission Expires FEES: PERMIT APPROVED: Zoning Mechanical VO RADON C.C.F tea. 3-1/1/( Building (e p NOTARY Electrical Plumbing Structural Engineer or Condo Pre t Date Signature of Contractor or Owned uil,Sle{ Date Notary as to Contractor or Owner Builder My Commission Expires 5 ,00 TOTAL DU Date Date 'BOND 05 , (00 60 oo 03 & f #72 /oZ Pa? de r ilte Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -726 Printed: 5/6/2003 Applicant: BRIAN Owner: WOLSTENHOLME JOB ADDRESS: 380 NE 91 Contractor Local Phone: Parcel # 1132060190200 Fees: FEE2003 -2702 FEE2003 -2703 FEE2003 -2704 FEE2003 -2705 Description Building Permit Application Fee Structural Fee CCF Notary Fee Total Fees: Amount $60.00 $50.00 $0.60 $5.00 $115.60 Total Fees: $115.60 Total Receipts: $50.00 Permit Status: APPROVED Permit Expiration - Work: FRONT WI MARIA W OLSTBN OLSTBN.H BRIAN 91st treet 1 8 3130 Miami lm Shores, FL 334 3-3130 = �, , M' n 3 11/ . w�,cKo v> ACH RI 0670 For 7 " -� O LOO la 5 i3 380 �. L 406 700643 f Q.. 121 63 68 31670 gg pNCM �� 4 O pate $ \ 15 -b6 1 2 1 2 Building Permit Dollars WOLSTENHOLME BRIAN ST Contractor's Address: Legal Description: EL PORTAL PB 9 -101 LOT 3 & W1/2 LOT 2 BLK 2 LOT SIZE IRREGULAR on Value: $620.00 Page 1 of 1 in compliance with all ordinances and regulations pertaining thereto and in strict Miami Shores Village. In accepting this permit I assume responisibility for all work tuontractor or Builder) BY: , Name: ANA MARIA wasi re/A®1 , ® j)O Tel: fi 7C1 °3 / 7 "Covering Your World with Quality" � , 01/03 EL MUNDO DE LOS TOLDOS Date: www.worldofawnings.com 151 WEST 21st. STREET, HIALEAH, FLORIDA 33010 / PHONE: (305) 884-6699 / FAX° (305) 884 -3332 Estimate: 09290 Color: 96' A6 A /At<'i Valance: k a4 ia Trim: dli'r �1�r Frame: jam fit R ROUND . 1 /4 MOON 0 CARPORT o CARPORT BACKLIT . .1. V 1• • :711 . , • U1'4 .1 _ I ._ 1... ?.1 ... • • _ •, 1. • 1, .11 : I HAVE f AND AGREE TO THE FOREGOING TERMS AND'CONDITIONS OF SALESET FO AGREE O-B€ PgkSONALLY RESPONSIBLE FOR ANY UNPAID Pl Signatureo?Rchaser _ : i 'j 7t - 4te._ •�Ac.cepte4Lby Q .... I .t .... _ .l.•!.• �.. \ _:O I f.. J ` .- '.! 1 t - ..-. 1 V I. � T7 AMOUNT WHICHEVER IS GREMTE& i B.OTi ;SIDES_HEREIN`'AND .::FF z ,.. si ...l_ / '?.I:i :571 Die max. NO. TYPE LOCATION AWNING FASTENS TO: AT A HEIGHT OF: WIDTH x HEIGHT x PROJECTION C V OO >wc - L.L.cQ2w I PRICE STRIPED SOLID ` F �g-9,.r�d is �i -.'al cefirif :% , tom ''' G-°4} . f i i "x,7- r'U 0 P� C �. if SUBTOTAL A i is,a,a) TAX e,- C0 p ✓' ! ENGNEER'S DRAWNGS; PLAN , EA `• `� COj R ALK -THRU FEES ARE NOT INCLUDED. THEY .• •._ - • ' • A a • REFUNDABLE CHARGE OF $ TOTAL e(� :SIT OTHE -. . WILL BE AVAILABLE UPON R ST I - � k/ URIER.S BAI.AIUCg 3/0- -•'_ •L' ' �. FEE,G ENGINEER'S DRAWINGS, PLAN SEA WALK THRU .., . .. TOTAI DUE -- ' ' BALANCE D e1F'DOES N L' R ' ^' i `LE ;'FEE .. NOT I .. . � � IL BE ADDED AT TIM OF E ITe1©VICE (F APPLICABLE., ;. _ ... , Name: ANA MARIA wasi re/A®1 , ® j)O Tel: fi 7C1 °3 / 7 "Covering Your World with Quality" � , 01/03 EL MUNDO DE LOS TOLDOS Date: www.worldofawnings.com 151 WEST 21st. STREET, HIALEAH, FLORIDA 33010 / PHONE: (305) 884-6699 / FAX° (305) 884 -3332 Estimate: 09290 Color: 96' A6 A /At<'i Valance: k a4 ia Trim: dli'r �1�r Frame: jam fit R ROUND . 1 /4 MOON 0 CARPORT o CARPORT BACKLIT . .1. V 1• • :711 . , • U1'4 .1 _ I ._ 1... ?.1 ... • • _ •, 1. • 1, .11 : I HAVE f AND AGREE TO THE FOREGOING TERMS AND'CONDITIONS OF SALESET FO AGREE O-B€ PgkSONALLY RESPONSIBLE FOR ANY UNPAID Pl Signatureo?Rchaser _ : i 'j 7t - 4te._ •�Ac.cepte4Lby Q .... I .t .... _ .l.•!.• �.. \ _:O I f.. J ` .- '.! 1 t - ..-. 1 V I. � T7 AMOUNT WHICHEVER IS GREMTE& i B.OTi ;SIDES_HEREIN`'AND .::FF z ,.. si ...l_ / '?.I:i :571 Die o 1/u TRIANGULAR AWNING SCHEDULE P H S 1 ' S 2 D L i 01 5' -0" .6 P MIN. 3' —T .5 Si 6" 6• -6' 1 5/16" 0 MAX. 1.0P MAX. MAX. MIN. MAX. x 16 g. 631511140 CBS. RE00. 01 Ex0S1540 CBS. RE00. FABRIC AWNINGS WORLD OF AWNINGS 151 WEST 21 44 STREET, HALLAH,RORIDA 33010 01 OR 2 TRIANGULAR AWNING SINGLE BAY 0 1 0R0 DET ROUND AWNING SINGLE BAY • E CISTNO CBS. REDO. ET TRUSS'0 1 COSTING CBS. REED. BRACKET TRUSS 0m2 Ex5TH0 COS. REED ELEVATION/ I\ . BRACKET TRUSS BRACKET TRUSS ROUND AWNING • MULTIPLE BAY DET. 11/4 (TTPJ TRIANGULAR AWNING MULTIPLE BAY 01. CH 0 2 /TIL ECo INC: \ TIW 1L T WW.. TESTING , � y It �= O �) NANE0W4G COMPANY e595 Tar c30�.+7071-,530•. FM m 40 5 1-ISI'I WALTER A 11W0 Jr.. P. E. 11 nMV1* IM. 44167 ROUND AWNING SCHEDULE P MAX. H .6 P MIN. 1.0P MAX. SI 2' -4 MAX. S2 .5 5 D 6" MIN. OF OLD FORMED STEEL NUMBER EX TERIOR SIZE OF A STL SQ. TUBE ' L 6•—O MAX. 01 1 5/16" 0 x 16 g. 1" SQ. TUBE x 16 g. GENERAL NOTES: 1 - INNS STRUCTURE 445 BEEN 0E516ID N ACCORDANCE WRH CHAPTER 43 h 44 OF THE 1994 UNMAN of THE SOUTH FLORIDA BUDDING "COOS 2 - AU. STEEL PIPES AND TUBES 10 BE AS.T.N. A -762 GRADE 50 DESIGNATION OLLVANf5D STEEL. 3 - 411 57001 P50 AND NOES PWNANO 5WLL 60 WELCID N ACCORDANCE WITH 114E AMER,CNN NELMS SOCIETY 1994 EDITION REGULATIONS. USE CERTFEG wELDER5. USE E -00 ELECTRODES. 4 - CONCRETE 10 CEYELOP A 28 OATS ODUPRE55WE STRENGTH 94 OF 2500 p.41 5 - ALL 6(60060540 STEEI. TO BE A.S.T.IL A-815 GRADE 60 DESIGNATION. B - AIL RENFORCEO CONCRETE SHALL BE CONSTRUCTED N MXCIRDANCE WITH THE AMERICA CONCRETE MIME BULDUNG CODE REOINEUEMS FOR ROIF'ORCED CONCRETE ACI 316-99 7 - SOIL maim CAPACITY 1D BE 2000 54.9. 94140111). NOTIFY THIS ENciNEER SHOULD TINS CONDITION NOT BE COMPU( WTN 94 ORDER 70 REDESIGN NS SIRUCfURE FUNM710 4. 6 - mac USED SWLL BE A MNMUM OF 10.10 ARMY DUCK MN 11.00/yd YNYUY %mow DR 6060.. MEW Slpi.l BE REMOVED DURNO P00005 OF WND KIACITY GREATER THAN 73 . AM) SHALL 60 POSTED MITH A LEGIBLE READLY VISIBLE DECAL OF PAINTED INSTRUCTIONS TO THE OWNER OR TIE TENANT 46 11405E PEPo005 ORE DE510NATED 8Y TIE U.S. READER BUREAU. - LO�C4 ION USE NO f CONSTRUCTION M & 11495 MINNS E SL COUPLY W1114 CHAPTER 43 OF THE TO - ALL (001)00003 A.7 00001.0 AT 050011R Mr. OF PRES OR TUBES. 11 - CONTRACTOR TO VERIFY ALL DIMENSIONS AT 511E BEFORE PROCEEDING WIN THE MDRE, AND SI4A0. NOTIFY THIS ENGINEER IF ANY CHANGES OR DISCREPANCIES BE FOUND. HE SHOULD COORDINATE AND VERIFY THE E%ISTTNCE OF ANT UTILITIES TNT MAY *41ERTTRE WTH THE CONSTRUCTION OF TIM JOB AND SHALL NOTIFY THIS ENGINEER SHOW) ANY ALTERATION BE REQUIRED BEFORE PROCEEDING WITH 7040 WORK. 12 - CONCRETE ANCHORS: TAPCON MEHOR5 OR RFD HEAD SLEEVE ANCHORS AS MANUFACTURED 8Y I.T.W./ BVIDE0 OR ELCO NOVSTRIES AND OF DIAMETERS AND LENGTHS' AS R0CATED ON ORAWNGS. APPROVED AS COMPLYING WITH THE SOUTH 'FLORIDA BUILDING CODE • DAT ES lg T9� 3Y • PRODUCT CONTROL DIVISION :MUMS CODE COMPLIANCE OFFICE ACCEPTANCE N095- (fin .OR - DADE COUNTY SCALE 6/19/95 DATE 95 -160 DRAWING No SHEET 1 OF 4 co \o 2-60 •• THE. CONCRETE SLAB 19x0. - W1.4iW1.4, WWI. • r.Y >1/SxWASS ((MN. 4 1/7 19. STET W 2- 4 1 Eo01 7/6 ' / B 'S TD CRS. WALL . 04 OR 0 C2 i2410 DONT. CONCRETE FOOTING W/2 j5 MARS DETAIL W CASE 1 .VC2 12* DETAILS 'Z' ISOLATED CONCRETE FOOTING / 9 A • •° G 4 • 4 A S$ZE AS PER ISCACTMCS 2ICk71111111CCgINWILICC =I8C7I0IK ON SHEETS 2 30F4 CASE 2 3/C • ■ 1 7/2* Lg. RED ND. SLEEVE ANCHORS W/ 1 1/7 10N. 046CDIIE 11. OR 2 -1/4 0 it 1 3/4 TAPOON ANCHORS 02 l/2 0. C. 9/ 1 1/4' ION. OIBEDMEM. ExISTNG CBS. REOUIR2D RILL PENETRATION MELDING Tyµ TOP 5 BOTTOM SEE NOTE 3 ON SHEET 1 OF 4 0 • OR. 0 B COLUMN (CARPORT OR PATO AMONG) ALTERNATIVE # 1 04 DR 0 DETAIL X 1/d DETAIL 'r 2-60 r01'K1/3'x0'- 7 LG. L %NEN RED 10. ARE USED. AND 0 -3 1/7 W)20 TAPCON ARE MD ' FURL PENETRATION WE1D7N0 • Typ. TOP 5 BOTTOM d =1:11=11= SEE NOTE 3 ON SHEET 1 OF 4 !r� 1.02* 0. 0. 13 040E PIPE STUB 0 4 OR 0 B COUMN (CARPORT OR PATIO AMMING) 1 /11 T19C x 2 3 /12* WLTEER STEEL PLATE WELDED TO PPE STUB 1/13 TM(x 2 3/19' 0. 0.: 1 A 1. 0. STEEL PLATE WELDED TO PPE STUB 3 1/2' VIEW A (VAUO ONLY WHEN TAPCON ANCHORS ARE USED) ALTERNATIVE # 2 IL ECO.NC'. TILLI 'Mamma DI0 ! � 1NEERM COMPANY 55" 55" PAw� : (105471yam- 1'JJO• FIIGMA_tgasZ411N10 0 (SEE SCHEDULE) SECTION C2 APPROVED AS COMPLYING WITB THE SOUTH FLORIDA BUILDING CODE DAT ER I$_ 1ggar 3Y RODUCT CONTROL, DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOS- 5•61I7_ DADE COUNTY FABRIC AWNIN3S WORLD OF AWNINGS 151 WEST 21 •1 STREET. MAILIN.FIARDA 33010 •0. 10 { •» emir 1 •OatfIM+ M1 °DOW. 6/19/95 OATS 95 - (60 ORATING No b WALTER 4. TOUT .6.. P. E The Sunshine State UCENSE NUMBER W423-013-70-552-0 ANA MARIA WOLSTENHOLME 380 NE 9IST ST MIAMI SHORES, FL 331384130 BIRTH DATE SEX MGT. REST. ENDORSE. 02-12-70 F SO4 ISSUED EXPIRES • DUPLICATE 020300 02.1208 01.07-03 OR G AN DONOR SAFE DRIVER X990301070067 of a motor vehicle consthees consent to any solxiely test recaked by lera. • • cow � rn� PAGE :CC III l straw 5:i 3 e3 5 deal o � /41 om /4 d 4, k e J0= GU® /J]et4 lio — 3$o RlE q/ S¢ • ?'_ OF R. yam: CLISIEZM •-• D • 4 /Z9 / • Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date___ September 30 _ 19 70 Owner's Name and Address i?iSS A. Kostine No 380 Street N.E. 91st. Strcet Registered Architect and /or Engineer Calumet i indaus., Inca 1002 E. 2Lth, Street, Hialeah Fla, 33013 Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done__ 3 N•E, 91st. Street, iriiami Shores State work to be done and purpose of building (by floors) Remove 14 existing windows and install 1L aluminum awning type windows.. No structural changes. and for no other purpose. New Building Remodeling.__XX Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $1379.014 Amount of Permit $ 7. Zone cubage required -Plan Cubage__ Distance to next nearest building _____Size of Building Lot Maximum live load to be borne by each floor__ . . I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_Calvmalt i indows. E. 24th,__ St._, ._Haaleah�___k,�a_.__33Q�3 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for i ection on th site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su . tra tors, o work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are Permit No Disapproved (Signed) Member Council Approved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Member Date Disapproved Building Inspector My Commission Expires__ PL • NING BOARD __ . DATE Chairman Member Member Member to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. r,. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address _I( ENN f. ? 517 jA) )) !? Registered Architect and /or Engineer Name and address of licensed contractor.lxi- 4 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 3 0 8 , /7 5- State work to be done and purpose of building (by floors) New Building. Remodeling Addition l� To be constructed of 77 ,L 1J_ in Kind of foundation Estimated Total cost of improvements $ a <� R Amount of Permit $ STATE OF FLORIDA, COUNTY OF DADE. }ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT <> /A. Date /1? 3y Repairs and for no other purpose. No. of Stories Roof Covering // /) / Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor 1 .' oereby submit all the plans and specifications for said builig. All notices with reference to the building anti is construction may be sent to.__ ?_UPS% /,' 1 F� ^4� <�:f, e . , - • c: r , � ,.-,/, ( _y °7 I The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. 1 A Remarks (Signed )._ �_` Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ding Inspector Chairman Member Member .... _ . Council Approved NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of 81.00 will be charged materials and /or workmanship. PLANNING BOARD DATE to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No / 7/4 Date 5° 9° Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida My Commission Expires Member Member Member Date Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty • I — 0 &c • f g;„1 • r .a • • - 1--P,( /Y* " • K S/ IN ■) , 3 r . ) /,